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1'-0" 1'-0" 1'-0" <br />FACE OF 12-14 X 1 1/4" ROOF <br />RAKE FASCIA WALL PANEL STRUCT FSNR 0 1'-0" D.C. <br />PANEL RIB INSIDE <br />E <br />1 1/4" <br />(RKF-) <br />CLOSURE FACE OF <br />1/4-14 x 7/8" ROOF <br />3/16" x 1/4" TAPE MASTIC <br />WALL PANEL <br />STITCH FSNR <br />CONT. (80390) <br />�� �� <br />3/16 x 1/4" TAPE <br />1 PER PURLIN <br />BOTTOM OF <br />MASTIC (80390) <br />ROOF SHEET <br />BOTH OF <br />12-14 x 1 1 /4" ROOF <br />&" <br />CLOSUREDES <br />1 1 /4" <br />STRUCT FSNR <br />2 PER FOOT <br />— <br />1 4 " <br />2 <br />1 /4-14 x 7/8" ROOF ENL)LAP &RIDGE CAP <br />a <br />STITCH FSNR <br />_ " <br />1 PER PURLIN AND <br />oZ STRUCT FSNR1(55307) <br />F0 <br />1 PER SPACING <br />1 PER PURLIN <br />() <br />W.P. <br />12-14 x 1 1/4" OF <br />�$ 12-14 x 1 1/4" <br />r Ire <br />STRUCT FSNR <br />W WALL STRUCT FSNR <br />1 PER FOOT <br />�� (2) PER FOOT ®PANEL RIB <br />111=5z (1) PER FOOT ® VR OR RPR <br />x 7/8" ROOF INTERMEDIATE PURLIN <br />RAKE CHANNtL <br />STITCH FSNR <br />STITCH <br />ov ) @ 6 1/2" PURLINS <br />1 PER PURLIN AND <br />U. �RCHA <br />W RCHB__) 0 8 1/2" PURLINS <br />1 PER SPACING <br />(RCHC--) 0 11 1/2" PURLINS <br />12-14 x 1 1/4" ROOF EAVE GUTTER <br />STRUCT FSNR 1/4-14 x 7/8" (EG-) <br />2 PER FOOT WALL STITCH FSNR <br />DO NOT FASTEN 1 /4-14 x 7/8" <br />BUILDING EAVE a 1'-0" O.C. PURLIN MUST BE ROOF STITCH FSNR <br />PANEL SIDELAP OUTSIDE CLOSURE FREE TO ROLL 1 PER STRAP <br />PANEL RIB (80140) PR / VR AND 1 PER FOOT <br />VEE RIB (80362) WALL PANEL <br />RPR (80130) <br />OUTSIDE CLOSURE <br />PANEL RIB (80140) <br />'--VEE RIB (80362) <br />RPR (80130) <br />�- 1/4-14 x 7/8" WALL <br />STITCH FSNR <br />V-0" O.C. <br />PANEL CLOSURE <br />ANGLE (PCA-) <br />WALL PANEL <br />3/16" <br />TAPE N <br />CO NT. <br />LOWER <br />ROOF <br />SHEET <br />PANEL RIB ROOF FSNR PATTERNS RC04B1 PANEL RIB ROOF RAKE TRIM RC30131 PANEL RIB W1 EAVE GUTTER RC32B1 PANEL RIB ROOF <br />STANDARD ALL PURLINS AT PR, VR OR RPR WALL THRU 2:12 PR, VR OR RPR WALL RIDGE CAP ENDLAP <br />RC04B1V4 R C--,'26/2004 RC30131V11 R 05/31/2005 RC3281V6 R 05/31/2005 RC34B1V4 R 02/15/2001 <br />RC38F1V4 R 03/05/2004 <br />PURLIN CLIP <br />(PG1 ® 6 1/2") BOLTED <br />(EPC2 @ 6 1/2' WELDED <br />(EPC3 0 8 1/2") WELDED <br />HAUNCH <br />MEMBER <br />STAN DAR D LOW <br />EAVE PURLIN <br />JCP052050 <br />JCP052050 <br />1 /4-14 x 7/8" <br />ROOF STITCH FSNR <br />1 PER STRAP-\ <br />(STR2) GUTTER <br />STRAP UNDER <br />ROOF PANE <br />3'-O" O.C. <br />EAVE GUTTER <br />(EG-) ' <br />PANEL RIB GUTTER <br />STRAP ATTAC H M ENT <br />RC39A2V2 R 02/07/2008 <br />SEE RC39A2 FOR GUTTER STRAP <br />12-14 x 1 1/4" ATTACHMENT LAPBOLTSMUST BE INSTALLED 0 L7S <br />ROOF STRUCT FSNR IN THE OUTERMOST SET OF HOLES <br />1 PER STRAP GOP- RIES 1 1�� <br />VP <br />GUTTER STRAP <br />(STR2) OR (STR3) F� OR �' <br />,3 <br />PRIES 2 ' �I <br />k <br />80�15 3' OR <br />PURLIN CLIP <br />(EPC2 @ 5 1/2") WELDED <br />(PG1 0 6 1/2") BOLTED <br />(EPC3 0 8 1/2") <br />3/16" x 7/8" TAPE <br />MASTIC (80349) <br />ON TOP OF <br />GUTTER STRAP <br />0 � <br />�6 <br />�6fl 3/4" GAP <br />r <br />r <br />ANEL RIB <br />AP SHEET <br />RIDGE <br />PURLIN <br />RAKE FASCIA <br />(RKF-) -\ <br />PANEL RIB FILLER <br />(PRF1) FASTEN IN <br />PLACE W/ 4 POP <br />RIVETS -------- <br />PLASTIC CORNER <br />CAP (PCC1) OR <br />METAL CORNER <br />CAP (MCC1) <br />CUT AWAY <br />SHADED AREA <br />45' <br />BIRD STOP (BS1) <br />FASTEN IN PLACE <br />W/ 4 POP RIVETS <br />GUTTER CLOSURE <br />(GGC-) FASTEN IN <br />PLACE W/ 10 POP <br />RIVETS <br />SEAL INSIDE <br />PERIMETER OF <br />CLOSURE W/ <br />BRONZE TUBE <br />SEALANT <br />(80507) <br />RAKE FASCIA <br />(RKF-) —� <br />RAKE FASCI ". <br />TO LAP UNDER <br />PEAK CAP <br />MIN 3" <br />ATTACH (SPC-) TO <br />(RKF-) W/ 6 POP <br />RIVETS —� <br />1» METAL PEAK <br />LAVE GUTTER (EG-) CAP (SPC-) <br />NOTCH DETAIL <br />A -A. <br />RC34B1 EAVE GUTTER CORNER ASSEMBLY" RC38A1 RAKE FASCIA <br />ALL SYSTEMS METAL PEAK CAP ATTACHMENT (P—RIB ROOF) <br />RC38A1V4 R 11/15/2004 RMW05 R D2/08/2006 <br />INOTE: NO CLIP REQ'D UNLESS NOTED NOTE: NO CLIP REWD UNLESS NOTED <br />ON FRAME CROSS SECTION. 11ON FRAME CROSS SECTION, <br />APPLY 3/16" x 1 /4' <br />TAPE MASTIC (80390) <br />UNDER RIB CAP <br />RAKE RIB CAP (RRC-) <br />Z, APPLY 3/16" X 1/4" TAPE <br />MASTC (80390) UNDER <br />THIS EDGE OF PEAK CAP <br />12-14 X 1 1/4" <br />ROOF STRUCT. FSNR <br />(6) PER PEAK CAP <br />PG1 CLIP (BOLTED) <br />GC1 CLIP (WELDED) <br />REFER TO CROSS SECTION <br />ENDBAY <br />ROOF <br />PURLIN <br />® I <br />II <br />® PG1 CLIP (BOLTED) <br />E GC1 CLIP (WELDED) <br />REFER TO CROSS SECTION <br />0 / t <br />EAVE <br />PANEL CLOSURE GUTTER <br />ANGLE (PCA-) <br />C38C4 <br />ENDBAY <br />ROOF <br />PURLIN <br />'ED) <br />)ED) <br />S SECTION. <br />FLANGE BRACE �o c, <br />RAKE BEAM oJ� � P\��5 RAKE BEAM -� <br />FIELD FABRICATE (FB-) OR (SFB-) RYPLATEBE GAGE \�o;;� MAY BE GAGE <br />GUTTER JOINT COVER NOTE: NO CLIP REQ'D UNLESS NOTED OR PLATE <br />ION FRAME CROSS SECTION. <br />RC39A2 PR EAVE GUTTER EXPANSION JOINT RC61136 PURLIN CONN. AT INTERIOR FRAME RS01A1 PURLIN CONN. TO END FRAME __j702A1 PURLIN CONN. TO END FRAME IRS02A3 <br />FOR BUILDING OVER 160' IN LENGTH 6 1/2" OR 8 1/2" CONTINUOUS PURLINS 6 1/2" OR 8 1/27' CONT. <br />RCB196V3 R 02/07/20D8 RS01AW11 R 09/29/2005 RS02A1V9 R 11/27/2006 <br />CBA1 BG- OR PG- CBA1 BG1, BG2 OR BG3 <br />STANDARD LOW <br />EAVE PURLIN 1/4-14 x 7/8" WALL STITCH <br />RAKE BEAM <br />1,0 V v c,. FRAME <br />1� 6 <br />WELDED LOW EAVE PURLIN (INT. FRAME) RSIIA11 WELDED LOW EAVE PURLIN <br />6 1/2" OR 8 1/2" PURLINS (O,S. GIRTS) P & B END FRAME (6 1/ 2" OR 8 1/2" PURLIN) <br />RS11A1V11 R 08/24/2006 RS11A2VB R 09/11/2005 <br />PR, VR OR RPR <br />WALL —� <br />INSIDE CLOSURE -� <br />PANEL RIB (80130) <br />VEE RIB (80360) <br />RPR PANEL (80140) <br />NOTE: A CONC, FSNR. MUST BE LOCATED <br />LESS THAN 6" FROM EACH END OF THE <br />BASE MEMBER. <br />3/16" x 1/4" TAPE MASTIC (80390) <br />12-14 x 1 1/4" <br />WALL STRUCT <br />FSNR <br />2 PER FOOT ® PANEL RIB <br />1 PER FOOT ® VR OR RPR <br />BASE ANGLE (BA1) <br />SHOWN, MAY BE <br />BASE GIRT (BG1, BG2, OR BG <br />OR CONCEALED BASE (CBA) <br />TOP OF WALL <br />BASE TRIM _/ I I <br />(FDT-) CONCRETE FASTENER <br />24" O.C. (BY BUILDER) <br />RS11A2 BASE OF WALL ATTACHMENT <br />PR, VR OR RPR AT TOP OF MASONRY WALL <br />WC01A7V3 R 08/11/2009 <br />THE VP ENGINEER'S SEAL APPLIES <br />ONLY TO THE WORK PRODUCT OF <br />VP AND DESIGN AND PERFORMANCE <br />REQUIREMENTS SPECIFIED BY VP. <br />THE VP ENGINEER'S SEAL DOES <br />NOT APPLY TO THE PERFORMANCE <br />OR DESIGN OF ANY OTHER PRODUCT <br />OR COMPONENT FURNISHED BY VP <br />EXCEPT TO ANY DESIGN OR PER- <br />FORMANCE REQUIREMENTS <br />SPECIFIED BY VP. <br />CRIMPED BASE <br />PANEL RIB WALL <br />12-14 x 1 1/4" <br />WALL STRUCT <br />FSNR <br />2 PER FOOT—\ <br />N <br />NOTE: A CONC. FSNR. MUST BE LOCATED <br />LESS THAN 6" FROM EACH END OF THE <br />BASE MEMBER. <br />BASE ANGLE (BA1) <br />SHOWN, MAY BE <br />BASE GIRT (BG1, BG2, OR BG3), <br />OR CONCEALED BASE (CBA) <br />FINISH FLOOR <br />OR TOP OF <br />CURB WALL <br />�- CDNCRETE FASTENER <br />24" D.C. (BY BUILDER) <br />C01 A7 BASE OF WALL ATTACHMENT <br />CRIMPED BASE PANEL RIB WALL <br />WC01131V4 R 08/11/20DB <br />THIS DRAWING, INCLUDING THE INFORMATION HEREON, <br />REMAINS THE PROPERTY OF VP BUILDINGS. <br />IT IS PROVIDED SOLELY FOR ERECTING THE BUILDING <br />DESCRIBED IN THE APPLICABLE PURCHASE ORDER AND <br />SHALL NOT BE MODIFIED, REPRODUCED OR USED FOR <br />ANY OTHER PURPOSE WITHOUT PRIOR WRITTEN <br />APPROVAL OF VP BUILDINGS. <br />THE GENERAL CONTRACTOR AND/OR ERECTOR IS SOLELY <br />RESPONSIBLE FOR ACCURATE, GOOD QUALITY WORKMANSHIP <br />IN ERECTING THIS BUILDING IN CONFORMANCE WITH THIS <br />DRAWING, DETAILS REFERENCED IN THIS DRAWING, <br />ALL APPLICABLE VP ERECTION GUIDES, <br />AND INDUSTRY STANDARDS PERTAINING TO PROPER <br />ERECTION, INCLUDING THE CORRECT USE OF TEMPORARY <br />BRACING. <br />FSNR. 1 PER SUPPORT EAVE OR <br />AND 1 PER GIRT SPACE RAKE MEMBER <br />2 FSNRS REQ'D WHEN SPACE <br />EXCEEDS 6'-0" <br />12-14 x 1 <br />WALL STRUC' <br />FSNR. <br />2 PER FOOT <br />12-14 x 1 <br />WALL STRUC <br />FSN R. <br />2 PER F001 <br />INTERMEDIATE <br />WALL GIRT <br />12-14 x 1 1/4" <br />WALL STRUCT <br />FSNR. <br />1 PER FOOT <br />AT INT GIRTS <br />BASE MEMBER <br />W C 0 1 Dl: PANEL RIB WALL WC04A1 <br />FASTENER PATTERNS <br />WC04A1V5 R 03/23/2004 <br />-= PERMIT SET- For Building Dept. Approval <br />VP Buildings BUILDING SED'S <br />3200 Players C;ub Circle Memphis TN 38125 <br />REV DATE BY DESCRIPTION BUILDER auorvv <br />Canco General Contractors 09-7858 <br />CUSTOMER Mike Lynch DATE <br />LOCATION 4/2/2009 <br />Zephyrhilis, Florida VP BUILDINGS <br />PROJECT VARCO PRUDEN DRAWN/CHECK <br />Wheelblast FCJ <br />A BlueScope Steel Company PAGE <br />NTS BUILDERS PO# 1162 VPC VERSION: 7.1 f <br />25 <br />6 1/2" OR 8 1/2" SIMPLE PURLINS <br />RS02A3V6 R 11/27/2006 <br />4/21/2009 9:30:44 <br />rlLLIWAL: Mike Lynch canopy3.VPC <br />a division of BlueScope Buildings North America, Inc. <br />